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Journal ArticleDOI

Elasto-Plastic Stability Analysis of the Frame Structures Using the Tangent Modulus Approach

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TLDR
In this paper, the authors present the procedure for stability analysis of frames in elastic-plastic domain using the concept of the tangent modulus, which is stress dependent function and takes into account the changes of the member stiffness in the inelastic range.
Abstract
This paper presents the procedure for stability analysis of frames in elastic-plastic domain using the concept of the tangent modulus. When the buckling of structure occurs in plastic domain, it is necessary to replace the constant modulus of elasticity E with the tangent modulus Et. Tangent modulus is stress dependent function and takes into account the changes of the member stiffness in the inelastic range. Formulation of the corresponding stiffness matrices is based upon the solution of the equation of bending of the beam according to the second order theory. Numerical analysis was performed using the code ALIN, developed in the C++ programming language

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Journal ArticleDOI

Peculiarities of Mechanical Characteristics of Contemporary Polyurethane Elastomers

TL;DR: In this paper, the role of friction for achieving the required energy absorption is described, and the reasons for instability of elastic characteristics and methods of eliminating instability are analyzed, as well as variations of design modification of absorbing units with elastic polyurethane elements.
Journal ArticleDOI

Combined method of 3d analysis for undeground structures in view of surround infinite homogeneous and inhomogeneous medium

TL;DR: The algorithm of the 3d analysis developed to solve an external boundary problem by applying the combined method based on incorporating the FEM and Somigliana’s integral formula is considered.
Journal ArticleDOI

Shear Strength of High Strength Concrete Beams Loaded Close to the Support

TL;DR: In this article, the analysis of the shear strength of reinforced concrete elements, with loads on the upper side near edge of the support, is dealt with, and the results of the experimental research are analyzed.
Journal ArticleDOI

Study of the Effectiveness of the Vibro-impact System “Piston-striker-shank” in the Construction of Pneumatic and Hydraulic Hammers for the Subway Driving Complexes☆

TL;DR: In this article, it has been shown that the addition of an intermediate low-mass body (striker) with a certain correlation of the system parameters leads to an increase in drilling efficiency.
References
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Book ChapterDOI

Eurocode 3: Design of steel structures

Chanakya Arya
TL;DR: In fact, if the changes in presentation are stripped away, in most areas design is almost identical to Eurocode 3 (BS EN 1993-1-1) and BS 5950 as mentioned in this paper.
Book

Guide to stability design criteria for metal structures

TL;DR: Stability analysis by Finite-element method as discussed by the authors has been used for dynamic stability analysis of columns and columns in a variety of structural and structural components, e.g., columns with Elastic Lateral Restraints.
Book

Design of Steel Structures

TL;DR: In this article, the authors analyze and design stability and strength of flat-plate buildings, including tension members, compression members, beam girders, and metal and fasteners.
Book

Background to buckling

TL;DR: In this paper, the authors present analytical methods for studying the stability of struts, frameworks, plates, girders, shells and arches, which are linked with the most recent design codes of practice in the UK, USA and Europe.
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